Summary for Test 2024-03-11-29-3
Test performed: AASHTO T315-12Project Information
Project Identifiers | Project ID: 1000106 DEA: 07316204 EFIS: 0715000198 Permit Numbers: 0722AOP1994 |
---|---|
DIST-CO-RTE-PM | 07--- |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 2 (Verified on 02/14/2024) |
Sample Information
Sample Taken Date | 03/11/2024 | Sample Unique Key | 29 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 03/18/2024 |
Sample type | Verification | A brief description of the sample | JMF Verification |
The quantity of what the sample constitutes | 1can | From where was the sample collected | Source |
First name of sampler or witnessed by | Kevin | Last name of sampler or witnessed by | Hopkins |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite-Big Rock | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 58-16 |
---|---|---|---|
Modified | Lot number | ||
Sublot number | Tank number | ||
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number |
Test Details
DIME Sample ID: 2024-03-11-29
DIME Test ID: 2024-03-11-29-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T315-12: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2024-04-03
Test Results
Input Type: Calculated
Tester's full name: Sunday Agude
Date of test: 03/19/2024
Phase: Original binder
Phase Angle (δ) (for the 10 cycles): 86.6 degree
Dynamic Shear, G*/sin(δ): 1.34 kPa
(G*) x sin(δ)=: no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/3/2024 ✔